HomeMy WebLinkAboutB18-0066_09.R-7_1523647544.pdf(N) INTERLOCKING PAVERS
(N) SNOW-MELT TUBING EMBEDDED
IN SAND SETTING BED SUPPORTED
ON WELDED-WIRE FABRIC
(N) SAND SETTING BED
(N) FILTER FABRIC
(N) 12" DRAINAGE MAT
(N) 18" ASPHALTIC PROTECTION BOARD
(N) HOT, FLUID-APPLIED, FABRIC REINFORCED
WATERPROOFING SYSTEM
(E) PRECAST CONCRETE STRUCTURE;
CLEAN AND PREPARE SURFACE TO
RECEIVE (N) WPM5" MIN.DETAIL (N) DOWEL WITH
WATERPROOFING PRIOR TO
PLACEMENT OF CONCRETE CURB
(N) 16" CONCRETE CURB TO BE CAST ON TOP
OF (N) WP MEMBRANE, PROTECTION BOARD,
AND DRAINAGE MAT; PLACE CONTROL JOINTS
EQUALLY SPACED AT 4 FEET O.C. MAX.
(N) PAVEMENT ASSEMBLY; SEE DETAIL 1/R-7
(N) SNOW-MELT SYSTEM
(N) WATERPROOFING MEMBRANE TO BE
CONTINUOUS BELOW (N) CONCRETE CURB; CLEAN
AND PREPARE SURFACE OF (E) CONCRETE TO
RECEIVE (N) WPM
INSTALL (N) #3 DOWELS AT 48" O.C. INTO THE
(E) CONCRETE WITH HILTI HIT-HY 200 EPOXY
(1-1/2" MIN. EMBEDMENT)
16"
(N) 18" ASPHALTIC PROTECTION BOARD TO BE
CONTINUOUS UNDER (N) CONCRETE CURB
(N) DRAIN MAT TO BE CONTINUOUS UNDER CURB
1.5" MIN.(N) HEEL PROOF DRAIN GRATE
(N) S.S. THREADED RODS WITH (3) S.S. NUTS
FOR EACH ROD
WRAP RISER WITH FILTER FABRIC
EXTEND (N) WATERPROOFING MEMBRANE AND
REINFORCING INTO DRAIN BODY AND SECURE
WITH CLAMPING RING
(N) ZURN Z158-85 BI-LEVEL DRAIN WITH
PERFORATED DRAIN EXTENSION; TOP OF
DRAIN TO BE AT OR BELOW THE ELEVATION OF
THE ADJACENT CONCRETE
FILL ANNULAR SPACE UNDER DRAIN FLANGE
SOLID WITH NON-SHRINK GROUT
(E) PRECAST CONCRETE DOUBLE TEE; CLEAN
AND PREPARE SURFACE TO RECEIVE NEW
WPM
SLOPE
(N) CONCRETE CURBS INTERSECTING AT DRAINS
DETAIL (N) DOWEL WITH WATERPROOFING
PRIOR TO PLACEMENT OF CONCRETE CURBS
INSTALL (N) #3 DOWELS AT 48" O.C. INTO THE (E)
CONCRETE WITH HILTI HIT-HY 200 EPOXY (1-1/2"
MIN. EMBEDMENT)
INSTALL CONTROL JOINTS IN (N) CONCRETE
CURBS AT 48" O.C. MIN. (TYP.); IN ADDITION,
INSTALL CONTROL JOINTS AT JOINTS BETWEEN
INVERTED TEE BEAM AND DOUBLE TEES AND AT
DECORATIVE ELEMENT AROUND DRAINS
(E) EXPANSION JOINT TO REMAIN; PROTECT FROM DAMAGE
DURING COURSE OF WORK
(E) CONCRETE CURB TO REMAIN
(E) CONCRETE CURB TO REMAIN
(E) NON SNOW-MELTED PAVER
SYSTEM; REMOVE AND SALVAGE
BAND OF BRICK PAVERS AND
BRICK PAVERS BETWEEN BAND
AND EXPANSION JOINT
TERMINATE (N) WATERPROOFING INTO (N) REGLET AND
INSTALL (N) 18" X 1" CONTINUOUS S.S. TERMINATION BAR;
ANCHOR WITH 14" DIAM. FASTENERS AT 8" O.C.; SEAL TOP
EDGE WITH LIQUID MEMBRANE
(N) PAVEMENT ASSEMBLY; SEE DETAIL 1/R-7
INSTALL (N) SNOW-MELT TUBING
EMBEDDED IN SAND SETTING BED
SUPPORTED ON WELDED-WIRE
FABRIC OVER (E) WP SYSTEM;
REINSTALL SALVAGED PAVERS
FOLLOWING REPAIRS
EXTENT OF
WARRANTY
(E) CONCRETE WALL TO REMAIN
TERMINATE (N) WATERPROOFING WITH (N) 18" X 1" CONTINUOUS
S.S. TERMINATION BAR; ANCHOR WITH 14" DIAM. FASTENERS AT
8" O.C.; SEAL TOP EDGE WITH LIQUID MEMBRANE
(N) Z-SHAPED SHEET-METAL FLASHING WITH 12"
HEMMED DRIP EDGE; INSTALL BEHIND (N) PAVERS
(N) 18" ASPHALTIC PROTECTION BOARD
(N) PAVING ASSEMBLY; SEE DETAIL 1/R-7
(N) WATERPROOFING SYSTEM INSTALLED OVER THE
TOP SURFACE OF THE CLEANED, AND PREPARED
CONCRETE WALL SURFACE
REINSTALL SALVAGED STONE VENEER
8" MIN.2" MIN.
TURN (N) FILTER FABRIC UP AT END TO CONTAIN SAND
(E) PRECAST CONCRETE STRUCTURE TO REMAIN; CLEAN AND
PREPARE SURFACE TO RECEIVE (N) WPM
(N) POLYURETHANE SEALANT AND BACKER ROD AT JOINT BETWEEN
(E) DOUBLE TEE AND FOUNDATION WALL (TYP.); SEE DETAIL 2/R-9
FOR TRANSITION OF WPM
(N) TAPERED XPS INSULATION TO
PROVIDE SLOPE FOR PAVERS TO DRAINS
AS NECESSARY; SEE SHEET R-3
DEPTH VARIES
(E) CONCRETE WALL TO REMAIN
TERMINATE (N) WATERPROOFING SYSTEM WITH (N) 18" X 1"
CONTINUOUS S.S. TERMINATION BAR; ANCHOR WITH 14" DIAM.
FASTENERS AT 8" O.C.; SEAL TOP EDGE WITH LIQUID MEMBRANE
(N) Z-SHAPED SHEET-METAL FLASHING WITH 12"
HEMMED DRIP EDGE; INSTALL BEHIND (N) PAVERS
(N) 18" ASPHALTIC PROTECTION BOARD
(N) PAVING ASSEMBLY; SEE DETAIL 1/R-7
(N) WATERPROOFING SYSTEM INSTALLED OVER THE
TOP SURFACE OF THE CLEANED, AND PREPARED
CONCRETE WALL SURFACE
SAWCUT (E) STUCCO; SALVAGE (E) LATH TO PROVIDE A 12" MIN.
OVERLAP OF (N) AND (E) METAL LATH; REPAIR STUCCO
FOLLOWING COMPLETION OF WP REPAIRS
2" MIN.8" MIN.TURN (N) FILTER FABRIC UP AT END TO CONTAIN SAND
(N) WRB; LAP OVER TOP LEG OF (N) SHEET METAL FLASHING;
SECURE WITH PLASTIC CAPPED NAILS AT 8" O.C.
(E) WEATHER RESISTIVE BARRIER (WRB); PROVIDE 12" LAP OF
(E) WRB OVER (N) WRB
(E) PRECAST CONCRETE STRUCTURE TO REMAIN 24"+/-(N) POLYURETHANE SEALANT AND BACKER ROD
AT JOINT BETWEEN (E) DOUBLE TEE AND
FOUNDATION WALL (TYP.); SEE DETAIL 2/R-9 FOR
TRANSITION OF WPM
(N) TAPERED XPS INSULATION TO PROVIDE
SLOPE FOR PAVERS TO DRAINS AS NECESSARY;
SEE SHEET R-3
DEPTH VARIES
(E) PRECAST CONCRETE STRUCTURE
TO REMAIN; CLEAN AND PREPARE
SURFACE TO RECEIVE (N) WPM
INSTALL NEW PAVING ASSEMBLY; SEE DETAIL 1/R-7
(INTERIOR)
(N) 18" ASPHALTIC PROTECTION BOARD
(N) WATERPROOFING SYSTEM INSTALLED OVER THE
CLEANED AND PREPARED CONCRETE CURB
TURN (N) FILTER FABRIC UP AT END TO CONTAIN SAND
(E) DOOR TO REMAIN
TERMINATE (N) WATERPROOFING SYSTEM WITH (N) 18" X 1"
CONTINUOUS S.S. TERMINATION BAR; ANCHOR WITH 14" DIAM.
FASTENERS AT 8" O.C.; SEAL TOP EDGE WITH LIQUID MEMBRANE
REMOVE (E) WOOD TRIM AND INSTALL (N) SHEET METAL
FLASHING WITH 12" HEMMED EDGES
(N) POLYURETHANE SEALANT AND BACKER ROD AT JOINT
BETWEEN (E) DOUBLE TEE AND FOUNDATION WALL
(TYP.); SEE DETAIL 2/R-9 FOR TRANSITION OF WPM 6" MIN.REMOVE AND REINSTALL (E) DOOR THRESHOLD TO ALLOW
FOR (N) METAL FLASHING INSTALLATION
INSTALL (N) BEAD OF SILICONE JOINT SEALANT AT BASE OF THRESHOLD
(N) TAPERED XPS INSULATION TO PROVIDE SLOPE FOR
PAVERS TO DRAINS AS NECESSARY; SEE SHEET R-3
VARIES
(N) 18" ASPHALTIC PROTECTION BOARD
(N) PAVING ASSEMBLY; SEE DETAIL 1/R-7
TURN (N) FILTER FABRIC UP AT END TO CONTAIN SAND
TERMINATE (N) WATERPROOFING INTO (N) REGLET AND
INSTALL (N) 18" X 1" CONTINUOUS S.S. TERMINATION BAR;
ANCHOR WITH 14" DIAM. FASTENERS AT 8" O.C.; SEAL TOP
EDGE WITH LIQUID MEMBRANE
(N) WATERPROOFING SYSTEM INSTALLED OVER THE
CLEANED AND PREPARED DOUBLE TEE SURFACE
(STAIR)
(N) POLYURETHANE SEALANT AND BACKER ROD
(E) TRAFFIC COATING TO REMAIN ON TOP
OF FOUNDATION WALL
(N) POLYURETHANE SEALANT AND BACKER ROD AT JOINT
BETWEEN (E) DOUBLE TEE AND FOUNDATION WALL (TYP.);
SEE DETAIL 2/R-9 FOR TRANSITION OF WPM
EXTENT OF
WARRANTY
(N) TAPERED XPS
INSULATION TO
PROVIDE SLOPE FOR
PAVERS TO DRAINS
AS NECESSARY; SEE
SHEET R-3
DEPTH VARIES
(GARAGE)
(N) 12" CONCRETE CURB TO BE CAST ON TOP OF (N) WP MEMBRANE, PROTECTION
BOARD, AND DRAIN MAT; PLACE CONTROL JOINTS EQUALLY SPACED AT 4 FEET O.C. MAX.
(N) POLYURETHANE SEALANT AND BACKER ROD; SEE DETAILS 4/R-8 AND 5/R-8 FOR
TREATMENT OF JOINTS
(N) PAVING ASSEMBLY; SEE DETAIL 1/R-7
INSTALL (N) #3 DOWELS AT 48" O.C. INTO THE (E) CONCRETE FOUNDATION WALL WITH
HILTI HIT-HY 200 EPOXY (2" MIN. EMBEDMENT)
(N) LINK-SEAL RECESSED 1" MIN.; SIZE TO BE DETERMINED BASED ON OUTLET PIPE
DIAMETER; INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
EXTEND (N) WP SYSTEM ONTO (N) PIPE 6" MIN. AND TERMINATE WITH (N) STAINLESS
STEEL BAND CLAMP; SEE DETAIL 1/R-8
(N) OUTLET PIPE FOR PLAZA DRAIN PLUMBING; SIZE TO BE DETERMINED;
TIE-IN TO (E) STORM SEWER WEST OF PLAZA
1'-0" VIF12" MIN.1" MIN.
EXTEND (N) WP ASSEMBLY BELOW (N) PIPE 12" MIN.
6" MIN.
(N) 1" DEEP NON-SHRINK EPOXY GROUT
DETAIL (N) DOWEL WITH WATERPROOFING PRIOR TO PLACEMENT OF CONCRETE CURB
(N) WATERPROOFING MEMBRANE TO BE CONTINUOUS UNDER CURB AND DOWN
VERTICAL FACE OF FOUNDATION WALL
6" MIN.
INSTALL (N) 18" PROTECTION BOARD BELOW CURB AND ON FOUNDATION WALL
(E) PRECAST
CONCRETE
DOUBLE TEE;
CLEAN AND
PREPARE
SURFACE TO
RECEIVE (N)
WPM
(N) VERTICAL DRAIN MAT BELOW CONCRETE CURB AND ON FOUNDATION WALL
TURN (N) FILTER FABRIC UP AT END TO CONTAIN SAND
1'-0"
(E) WEST CONCRETE FOUNDATION WALL; CONTRACTOR TO VERIFY WIDTH AND
MATCH (N) CONCRETE PERIMETER CURB WIDTH TO (E) WALL
Sheet
Scale
BC&E No.
AS NOTEDWATERPROOFING DETAILS - 1R-7
Date
1
SHEET
R-7
TYPICAL PAVEMENT ASSEMBLY
SCALE: 3" = 1'-0"Plotted: 2/13/2018 11:30 PM by: Sonja File Name: LSL - PLAZA WATERPROOFING AND GARAGE STRUCTURAL REPAIRS.dwg
2
SHEET
R-7
TYPICAL CONCRETE CURB DETAIL
SCALE: 3" = 1'-0"
3
SHEET
R-7
DRAIN DETAIL
SCALE: 3" = 1'-0"
4
SHEET
R-7
WP TERMINATION AT EXISTING EXPANSION JOINT
SCALE: 1-1/2" = 1'-0"
5
SHEET
R-7
WP TERMINATION AT STONE VENEER WALLS
SCALE: 1-1/2" = 1'-0"
6
SHEET
R-7
WP TERMINATION AT STUCCO BUILDING WALLS
1-1/2"=1'0"
7
SHEET
R-7
WP AT DOOR THRESHOLD
SCALE: 3" = 1'-0"
8
SHEET
R-7
WP AT STAIR
SCALE: 1-1/2" = 1'-0"
9
SHEET
R-7
WP AT WEST FOUNDATION WALL
SCALE: 1-1/2" = 1'-0"
16121
2/12/2018Sheet TitleProjectISSUED FOR PRICING 1/12/18PLAZA WATERPROOFING AND GARAGE STRUCTURALREPAIRS - LIONS SQUARE LODGE HOA 1520 West Canal Court, Suite 240Littleton, Colorado 80120
303.350.1000 Tel | 303.350.1004 FaxISSUED FOR CONSTRUCTION 1 2/12/18*oo
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